Stochastic modelling of crack propagation in materials with random properties using isometric mapping for dimensionality reduction of nonlinear data sets

Fractures tend to propagate along the least resistance paths, and homogeneous-based models may not be able to reliably predict the true crack paths, as they are not capable of capturing nonlinearities and local damage induced by local inhomogeneity. This paper presents a stochastic numerical modelling framework for simulating fracturing in natural heterogeneous materials. Fracture propagation is modelled using Francfort and Marigo's variational theory, and randomness in the material properties is introduced by random field principle. A computational strategy on the basis of nonlinear dimensionality reduction framework is developed that maps domain of spatially variable properties of the materials to a low-dimensional space. This strategy allows us to predict the most probable fracture patterns leading to failure by an optimisation algorithm. The reliability and performance of the developed methodology are examined through simulation of experimental case studies and comparison of predictions with measured data.

[1]  Zdeněk P. Bažant,et al.  Energetic–statistical size effect simulated by SFEM with stratified sampling and crack band model , 2007 .

[2]  Louis Ngai Yuen Wong,et al.  The Brazilian Disc Test for Rock Mechanics Applications: Review and New Insights , 2013, Rock Mechanics and Rock Engineering.

[3]  Giovanni Lancioni,et al.  The Variational Approach to Fracture Mechanics. A Practical Application to the French Panthéon in Paris , 2009 .

[4]  L. Devroye Non-Uniform Random Variate Generation , 1986 .

[5]  V. G. Kouznetsova,et al.  Multi-scale computational homogenization: Trends and challenges , 2010, J. Comput. Appl. Math..

[6]  Z. Bažant,et al.  Fracture and Size Effect in Concrete and Other Quasibrittle Materials , 1997 .

[7]  L. Ambrosio,et al.  Approximation of functional depending on jumps by elliptic functional via t-convergence , 1990 .

[8]  Lovro Gorjan,et al.  Bend strength of alumina ceramics: A comparison of Weibull statistics with other statistics based on very large experimental data set , 2012 .

[9]  B. A.,et al.  ENERGIES IN SBV AND VARIATIONAL MODELS IN FRACTURE MECHANICS , 2008 .

[10]  C. Miehe,et al.  On multiscale FE analyses of heterogeneous structures: from homogenization to multigrid solvers , 2007 .

[11]  Alexandre Clément,et al.  eXtended Stochastic Finite Element Method for the numerical simulation of heterogeneous materials with random material interfaces , 2010 .

[12]  Min Zhou,et al.  Deterministic and stochastic analyses of fracture processes in a brittle microstructure system , 2005 .

[13]  J. Tenenbaum,et al.  A global geometric framework for nonlinear dimensionality reduction. , 2000, Science.

[14]  W. Weibull,et al.  The phenomenon of rupture in solids , 1939 .

[15]  B. Bourdin,et al.  Numerical experiments in revisited brittle fracture , 2000 .

[16]  Gilles A. Francfort,et al.  Revisiting brittle fracture as an energy minimization problem , 1998 .

[17]  R. D. Wood,et al.  Nonlinear Continuum Mechanics for Finite Element Analysis , 1997 .

[18]  Jean-Jacques Marigo,et al.  Morphogenesis and propagation of complex cracks induced by thermal shocks , 2013 .

[19]  J. P. Harrison,et al.  Development of a local degradation approach to the modelling of brittle fracture in heterogeneous rocks , 2002 .

[20]  G. Piero,et al.  A variational model for fracture mechanics - Numerical experiments , 2007 .

[21]  Jan Carmeliet,et al.  Probabilistic Nonlocal Damage Model for Continua with Random Field Properties , 1994 .

[22]  Akbar A. Javadi,et al.  Stochastic finite element modelling of water flow in variably saturated heterogeneous soils , 2011 .

[23]  H. Espinosa,et al.  A grain level model for the study of failure initiation and evolution in polycrystalline brittle materials. Part I: Theory and numerical implementation , 2003 .

[24]  Mark G. Stewart,et al.  Predicting the Likelihood and Extent of Reinforced Concrete Corrosion-Induced Cracking , 2005 .

[25]  Rena C. Yu,et al.  A comparative study between discrete and continuum models to simulate concrete fracture , 2008 .

[26]  Daniel Guilbaud,et al.  Gradient damage modeling of brittle fracture in an explicit dynamics context , 2016 .

[27]  Jean-Jacques Marigo,et al.  Regularized formulation of the variational brittle fracture with unilateral contact: Numerical experiments , 2009 .

[28]  M. V. Vliet Size effect in Tensile Fracture of Concrete and Rock , 2000 .

[29]  Achintya Haldar,et al.  Practical random field discretization in stochastic finite element analysis , 1991 .

[30]  P. E. James T. P. Yao,et al.  Probability, Reliability and Statistical Methods in Engineering Design , 2001 .

[31]  Mohaddeseh Mousavi Nezhad,et al.  Three‐dimensional brittle fracture: configurational‐force‐driven crack propagation , 2013, 1304.6136.

[32]  Jean-François Molinari,et al.  Stochastic fracture of ceramics under dynamic tensile loading , 2004 .

[33]  Zhenjun Yang,et al.  A heterogeneous cohesive model for quasi-brittle materials considering spatially varying random fracture properties , 2008 .

[34]  Y. R. Rashid,et al.  Ultimate strength analysis of prestressed concrete pressure vessels , 1968 .

[35]  Alireza Faraz,et al.  Shewhart Control Charts for Monitoring Reliability with Weibull Lifetimes , 2015, Qual. Reliab. Eng. Int..

[36]  Manolis Papadrakakis,et al.  Stochastic failure analysis of structures with softening materials , 2014 .

[37]  Gilles Pijaudier-Cabot,et al.  Measurement of Characteristic Length of Nonlocal Continuum , 1989 .

[38]  M. A. Gutiérrez,et al.  Deterministic and stochastic analysis of size effects and damage evolution in quasi-brittle materials , 1999 .

[39]  Stephen J. Garland,et al.  Algorithm 97: Shortest path , 1962, Commun. ACM.

[40]  Andrés Feijóo,et al.  Multivariate Weibull Distribution for Wind Speed and Wind Power Behavior Assessment , 2013 .